Results 61 to 70 of about 10,315 (230)

Experimental Dataset From Full‐Scale Near‐Collapse Tests on Two‐Storey, Two‐Bay Masonry‐Infilled Reinforced Concrete Frames With Timber‐Based Reinforced Concrete‐Timber Panel Seismic Retrofit

Earthquake Spectra, Volume 42, Issue 2, May 2026.
This study describes a dataset from an experimental campaign investigating the quasi‐static cyclic lateral response of two full‐scale, two‐storey, two‐bay reinforced concrete (RC) frames with masonry infills representative of mid‐20th century European construction practice.
Nikolaos Stathas, Andrea Bartolotti, Nicolò Damiani, Stathis Bousias, Francesco Smiroldo, Albino Angeli, Dmytro Dizhur, Francesco Graziotti, Ivan Giongo   +8 more
wiley   +1 more source

Seismic Rehabilitation of Substandard R.C. Buildings with Masonry Infills [PDF]

Journal of Earthquake Engineering, 2018
Seismic deformation demands are localized in areas of stiffness discontinuity, such as in soft-storeys of frame structures, where disproportionate damage is often reported in post-earthquake reconnaissance. In many parts of the world this damage pattern is mitigated using strengthening schemes that include addition of stiffness in the structure so as ...
Pardalopoulos, S. I., Pantazopoulou, Stavroula J., Thermou, G. E., Pardalopoulos, S. I., Pantazopoulou, Stavroula J., Thermou, G. E.   +5 more
openaire   +3 more sources

DYNAMIC RESPONSE OF VENTILATED MASONRY FAÇADES WITH INTEGRATED RETENTION SYSTEMS

ce/papers, Volume 9, Issue 1, Page 145-150, April 2026.
Abstract An effective strategy to mitigate seismic risk and enable the use of ventilated façades in seismic regions, while taking advantage of their high energy efficiency, consists of implementing retention or containment systems that prevent the detachment and fall of façade components during a seismic event.
Jorge I. Garcés Arroyo, Álvaro Ruiz Miguel, Fernando Marco Zamora, Francisco J. Pallarés Rubio, Luis Pallarés Rubio   +4 more
wiley   +1 more source

Experimental assessment of an innovative strengthening material for brick masonry infills [PDF]

, 2015
The vulnerability of masonry infill walls has been highlighted in recent earthquakes in which severe inplane damage and out-of-plane collapse developed, justifying the investment in the proposal of strengthening solutions aiming to improve the seismic ...
Cunha, Fernando Eduardo Macedo, Fangueiro, Raúl, Martins, Andreia Piedade Gomes, Vasconcelos, Graça   +3 more
core   +1 more source

Seismic Enhancement of Masonry‐Infilled Substandard Reinforced Concrete Frames Using Lightweight Steel Exoskeleton

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 3, Page 603-623, March 2026.
ABSTRACT A significant portion of existing reinforced concrete (RC) structures in seismically active regions was constructed prior to the adoption of modern seismic design standards, leaving them highly susceptible to earthquake‐induced damage. The vulnerabilities of these structures, often exacerbated by material degradation, have been starkly ...
İsmail Ozan Demirel, Simone Galano, Paolo Morandi, Ugurhan Akyuz   +3 more
wiley   +1 more source

Seismic vulnerability of Modern Architecture building's: Le Corbusier style: a case study [PDF]

, 2005
In Portugal, at the end of the World War II, a new generation of architects emerged, influenced by the Modern Movement Architecture, born in Central-Europe in the early twenties but now influenced also by the Modern Brazilian Architecture. They worked
Costa, A., Fonseca, J., Rodrigues, H., Tostões, A., Varum, H.   +4 more
core   +1 more source

Comparative assessment of strut models for the modelling of in-plane seismic response of infill walls [PDF]

, 2017
The influence of infills on the seismic response of frame structures has long been recognised. Typically, stiffness and strength of the infill and connections between infill and frame are such that the infill affects the global seismic behaviour of the
Franchin, Paolo, Liberatore, Laura, Mollaioli, Fabrizio, Noto, Fabrizio   +3 more
core   +2 more sources

Combined Vertical and Horizontal Components of Near‐Source Earthquakes and Impact on Base‐Isolated Structures

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 3, Page 781-803, March 2026.
ABSTRACT Over recent decades, the collection of seismic data has improved the understanding of near‐fault ground motion effects, which involve both horizontal and vertical components. Among the most significant effects are fault‐normal directivity, which concentrates seismic energy into an intense, long‐period pulse, and fault‐parallel fling step ...
Giulia Giuliani, Sara Sgobba, Fabio Micozzi, Fadel Ramadan, Laura Ragni, Giovanni Lanzano, Lucia Luzi, Andrea Dall'Asta   +7 more
wiley   +1 more source

SEISMIC RESPONSES OF RC FRAME WITH DIFFERENT ARRANGEMENT OF MASONRY INFILL WALL

Teknologi dan Kejuruan, 2015
This study presents the suitability of using macro model (strut model) for analyzing the seismic responses of single-story single-span reinforced concrete frames having different arrangement of masonry infill wall with openings by com­par­ing its results
Ananda Insan Firdausy, Huei Tysr Chen, Achfas Zacoeb   +2 more
doaj   +1 more source

THE EFFECT OF MODELING METHODS OF MASONRY INFILL ON SEISMIC PERFORMANCE OF RC MOMENT RESISTING FRAMES [PDF]

مجله مدل سازی در مهندسی, 2010
In this researches the effect of masonry infill in concrete frames behavior have been proceed by two methods: three strut and diagonal one strut, that three strut method is known as one of last presented Technique for infill masonry modeling so diagonal ...
محمد مهدی Salehi YaneSari, حامد Moradmand, عبدالرضا SarvGhad Moghadam   +2 more
doaj   +1 more source